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Numerical methods for hydraulic transients in visco-elastic pipes

Journal of fluids and structures, 2018-08, Vol.81, p.230-254

2018

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A comparison between bottom-discontinuity numerical treatments in the DG framework

Applied mathematical modelling, 2016-09, Vol.40 (17-18), p.7516-7531

2016

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Cardiac contractility is a key factor in determining pulse pressure and its peripheral amplification

Frontiers in cardiovascular medicine, 2023-06, Vol.10, p.1197842-1197842

2023

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Well balancing of the SWE schemes for moving-water steady flows

Journal of computational physics, 2017-08, Vol.342, p.85-116

2017

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Modeling blood flow in viscoelastic vessels: the 1D augmented fluid–structure interaction system

Computer methods in applied mechanics and engineering, 2020-03, Vol.360, p.112772, Article 112772

2020

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Modeling blood flow in networks of viscoelastic vessels with the 1-D augmented fluid–structure interaction system

Journal of computational physics, 2022-09, Vol.464, p.111364, Article 111364

2022

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Uncertainty quantification of viscoelastic parameters in arterial hemodynamics with the a-FSI blood flow model

Journal of computational physics, 2021-04, Vol.430, p.110102, Article 110102

2021

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A new well-balanced Hermite weighted essentially non-oscillatory scheme for shallow water equations

International journal for numerical methods in fluids, 2011-11, Vol.67 (9), p.1135-1159

Caleffi, Valerio

2011

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Free Surface Axially Symmetric Flows and Radial Hydraulic Jumps

Journal of hydraulic engineering (New York, N.Y.), 2016-04, Vol.142 (4)

2016

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A well-balanced finite difference WENO scheme for shallow water flow model

Applied mathematics and computation, 2015-08, Vol.265, p.1-16

2015

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The effect of cardiac properties on arterial pulse waves: An in‐silico study

International journal for numerical methods in biomedical engineering, 2022-12, Vol.38 (12), p.e3658-n/a

2022

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Numerical modelling of open channel junctions using the Riemann problem approach

Journal of hydraulic research, 2019-09, Vol.57 (5), p.662-674

2019

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Brief Analysis of Shallow Water Equations Suitability to Numerically Simulate Supercritical Flow in Sharp Bends

Journal of hydraulic engineering (New York, N.Y.), 2005-10, Vol.131 (10), p.912-916

2005

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A 2D local discontinuous Galerkin method for contaminant transport in channel bends

Computers & fluids, 2013-12, Vol.88, p.629-642

2013

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A well-balanced, third-order-accurate RKDG scheme for SWE on curved boundary domains

Advances in water resources, 2012-09, Vol.46, p.31-45

2012

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Well-Balanced Bottom Discontinuities Treatment for High-Order Shallow Water Equations WENO Scheme

Journal of engineering mechanics, 2009-07, Vol.135 (7), p.684-696

2009

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High-order well-balanced central WENO scheme for pre-balanced shallow water equations

Computers & fluids, 2014-07, Vol.99, p.182-189

2014

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Computational hemodynamics in arteries with the one-dimensional augmented fluid-structure interaction system: viscoelastic parameters estimation and comparison with in-vivo data

Journal of biomechanics, 2020-02, Vol.100, p.109595-109595, Article 109595

2020

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Linear and angular momentum conservation for the hydraulic jump in converging channels

Journal of hydraulic research, 2013-10, Vol.51 (5), p.601-607

2013

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Junction Riemann problem for one-dimensional shallow water equations with bottom discontinuities and channels width variations

Journal of hyperbolic differential equations, 2018-06, Vol.15 (2), p.191-217

2018

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Linear and angular momentum conservation in hydraulic jump in diverging channels

Advances in water resources, 2011-02, Vol.34 (2), p.227-242

2011

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Case Study: Malpasset Dam-Break Simulation using a Two-Dimensional Finite Volume Method

Journal of hydraulic engineering (New York, N.Y.), 2002-05, Vol.128 (5), p.460-472

2002

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Modeling essential hypertension with a closed‐loop mathematical model for the entire human circulation

International journal for numerical methods in biomedical engineering, 2023-11, Vol.39 (11), p.e3748-n/a

2023

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Reply to comments on “Depth–energy and depth–force relationships in open channel flows II: Analytical findings for power-law cross sections” by A. Valiani, V. Caleffi [Adv. Water Resour. 32 (2009) 213–224]

Advances in water resources, 2009-06, Vol.32 (6), p.965-965

2009

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Finite volume method for simulating extreme flood events in natural channels

Journal of hydraulic research, 2003-03, Vol.41 (2), p.167-177

2003

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Numerical methods for hydraulic transients in visco-elastic pipes

A comparison between bottom-discontinuity numerical treatments in the DG framework

Cardiac contractility is a key factor in determining pulse pressure and its peripheral amplification

Well balancing of the SWE schemes for moving-water steady flows

Modeling blood flow in viscoelastic vessels: the 1D augmented fluid–structure interaction system

Modeling blood flow in networks of viscoelastic vessels with the 1-D augmented fluid–structure interaction system

Uncertainty quantification of viscoelastic parameters in arterial hemodynamics with the a-FSI blood flow model

A new well-balanced Hermite weighted essentially non-oscillatory scheme for shallow water equations

Free Surface Axially Symmetric Flows and Radial Hydraulic Jumps

A well-balanced finite difference WENO scheme for shallow water flow model

The effect of cardiac properties on arterial pulse waves: An in‐silico study

Numerical modelling of open channel junctions using the Riemann problem approach

Brief Analysis of Shallow Water Equations Suitability to Numerically Simulate Supercritical Flow in Sharp Bends

A 2D local discontinuous Galerkin method for contaminant transport in channel bends

A well-balanced, third-order-accurate RKDG scheme for SWE on curved boundary domains

Well-Balanced Bottom Discontinuities Treatment for High-Order Shallow Water Equations WENO Scheme

High-order well-balanced central WENO scheme for pre-balanced shallow water equations

Computational hemodynamics in arteries with the one-dimensional augmented fluid-structure interaction system: viscoelastic parameters estimation and comparison with in-vivo data

Linear and angular momentum conservation for the hydraulic jump in converging channels

Junction Riemann problem for one-dimensional shallow water equations with bottom discontinuities and channels width variations

Linear and angular momentum conservation in hydraulic jump in diverging channels

Case Study: Malpasset Dam-Break Simulation using a Two-Dimensional Finite Volume Method

Modeling essential hypertension with a closed‐loop mathematical model for the entire human circulation

Reply to comments on “Depth–energy and depth–force relationships in open channel flows II: Analytical findings for power-law cross sections” by A. Valiani, V. Caleffi [Adv. Water Resour. 32 (2009) 213–224]

Finite volume method for simulating extreme flood events in natural channels

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